HomeMy WebLinkAbout018-1008-60-000 (9)Elk
Department of Commerc$� /� BOIL EVALUATION REPORT Page
r.,n,of
Safety and Buildings'�- - Lin accordan i"rtlm 85, Wis. ittf} i. C C��accomplete
r
of
site plan on paper not less tfian inches in size. Plan must'
include, but not limited to: vertical and horizontal refe ence �6int(Bfid)-6ie'dti66 and Par ei I.D.
percent slope, scale or dimensions, north arrow, and ocationbM;i;�nttdtfearest lid.
Please print all information. Revie d by �
Date
Pemonsi information you provide may be used for secondary purposes (Privacy Law. s. 15.04 t 1) (m))
Property fawner
Ql �.
Property Location` f `
I " 1 /4 3 T Z N R!
E( W
, p n -
Govt. Lot I ,:.
Property Owner's Mailing Address n
+0 � lr
1Phone
Lot #
I 'J
Block #
Subd. flame or CSM#
f I 1�1 d r.
City State lip Code Number
❑ City ❑ Vilsage " T Nearest Ro dd
esidentiai J Number of bedroos Code derived design How rate _ `1r J Zi
Construction Us m
GPD
❑ Replacement ❑ Public or oommercial - Describe:_.
--
Parent material — Flood Plain etevation if applicable
General oonvnents
and recommendations:
Mj__11I lL]` Boring Boring
pit Ground surface elev. -1r�+— ft. Depth to limiting factor I in Soil Application Rate
t
orHorizon Depth
in.
/� j �
Dominant Color
Mtmsel
Zl
Redox Description
Qu, Sz. Cont. Color
ZZ
Texture
�2
Structure
Gr, Sz. Sh.
f
Consistence
Boundary
Roots
f --- �l
GPDIff
'Eff#1
, zit
'Eff#2
E�l
Bartrtg # U Boringt^ r, Q ✓
pit Ground surface elev. f i ' tt ft. Depth to limiting factor in.
Solt Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz- Cont. Color
Texture
Structure
Gr. Sz. Sh-
Consistence
Boundary
Roots
GPDIff
'Eff#1
'Eff#2
I
�11�
3��
Effluent #1 = SOD, > 30 < 220 mglL and t SS y;U < i bu
CST Name (Please Print)
Bird Plumbing, Inc. Shaun Bird
Address
1008 192nd Ave, New Richmond, WI 5401
CIIIUGI li fFG {�UV ••^j'� "" ' �� r. `"- "'�
CST Number
226900
Date Evaluation Conducted Te6ephcne Number
-' 715-246-4516
Property Owner
Parcel ID #
/ Page of
❑ Boning # u'Boring
Ground surface elev. �/�o,_'r e.` ft. Depth to limiting factor - in Soil Application Rate
Horizon
Horizon
Depth
in.
Dominant Col
Munsell
Redox Description
Qu. Sz- Cont. Color
Texture
Structure
Gr. Sz. Sh.
C. r?r .t. r r
Consistence
; ,.t
Boundary
Roots
GPDKf
•Eff#1
'Eff#2
r-7 tt ❑ Bong
Pit Ground surface elev. ft. Depth to lira tang factor "'
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh.
Soil_qplicabon Rate
GPDIFF
`Efl`#1
ST#2
; Ed
❑ Boring
❑
Boring # ❑ Pit _ Ground surface elev. ft. Depth to limtitng factor
Soil Apoication Rate
Dominant Color
Munsel
Redox Description-
Qu. Sz. Cont. Color
Texture
Strucritre
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD"M
Horizon
Depth
in.
'Eff#1
"Eft#2
Effluent #1 = BOD. > 30 < 220 mglL and TSS a30 < 150 mg/L ` Effluent #2 = BOD, � 30 mg1L and TSS < 30 rnglL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
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ssnuw cxAM+
Soil Test Plot Plan
rName P.C. Collova Bldrs. Inc. Shaun
dress P,O.Box 489
Somerset Wi 54025
CSri/1,31/05
#226900
Lot 48 Subdivision Farm View Ridge II Date
E 1/2 NE 1/4S 5 T 29 N/1317 W Township Hammond
Boring 0 Well PL Property Line County ST. CROIX
�d
7Z
IL BM or VRP Assume Elevation 100 ft. Top of 1 /2" Pipe
System Elevation 101.6' *HRPSameasBenchmark
Alternate Benchmark Top of Lath c 103.0'
Please note: Surveying was not
completed at the time of testing, All lot
lines and setbacks will need to be field
verified priorto installation!
Scale is 1 " = 40'
unless otherwise
noted
100,
101'
B-2 0'
3% Slope
B-3
AL 80,
40
40' B-1
,At B.M.
15 ' o n ib
399' Property Line
Soil Test may not be suitable
for owner's desired building
location, if tested area is
disturbed or a different area is
desired, a new soil test will
need to be done!
292' Property Line
2' Property Line
UNPIATTEG l ANP 1 I I SECTION 5
I NE CORNER,
NORTH LINE OF THE NE 1 4 OF THE NE 1/4 J FOUND SURVEY
N 89'52'25 E_-------- -� 96' NAIL ----
CTH RD.. "E" 1317.63'
llllprKo —
N 89'52'25' E 1284.52' 64228 S.F. 1.47 Ac. 50.0
390.80' 317.80' 343.79' 232.13' I
s LOT 52 LOT 51 zO! LOT 50 / / ; 6 ' 1 \
$ 131194 S.F. '`y 76804 S,F, 91 + 90314 S.F.
\ 3.01 Ac. 1 76 Ac. 2.07 Ac. 4�/ / I "I 3' 33' z
\ \ \ JP 1� .'ter LOT 49 "I z
151602 S.F.
3.48 Ac,
of I + �/ Iuj
4 LOT 53 \ \ \ \ / / o
1 j 12329a S-F.
\ 6 I W
4` j r <
4 / / mI { W
D �' / { IN N 89'45'05" E LOT 48 — � — I Q0, � � / / I
163470 S,F, j
I
3.75 Ac. I I
`
LOT 5 4 �'4.` � ` N 03' ' 1 • E 0�10 E
124602 S.F. 1, �'-J I ' f N 03'53'14" E y!
81 2.86 Ac. v"a\ �' 52g8 '
—
~y9ti.1s' - -� LOT 55 - `
"r 6
-- \ A7383 5.F- I' LOT 47 �i rt LOT I146 I
\ 2.01 Ac. �, 89064 S,F, I o O1 I aoi
LOT 56 "� 2.04 Ac. $ ""T 87136 15.F. Mi 3'
�: GI { 2.00 Ac.
116205 S.F. \� 1 G, zl I
in
2.67 Ac. x� 1 1 J 14 II N 100'30'46` E I I
150.00
\ \ \ iOc,i;t 3,33 C8 89"29'14' W 213.7 W29 14 W
89'29'14" W 13.78929'f4' W
LOT 57
92959 S.F.
G
N 00'30'46- E
_ ^o[ 3"] / ! / / Pam/ 9 EB]B•M" E t9fAp' I N � � I I i O
L' r W
LOT 58 ,' / 1.
91597 S.F. --10D'�I
2.10 AG. LOT 73
LOT1 75
=ST hl@� I o47 i 131162 S.F. ±z 1 LOT 74 z+ I 87528 S.F. {
3.01 Ac.
77191 S.F.
2.0E {Ac.
79 4g'zZ 1 1 1.77 Ac.
W
4zZ7e — J L 198.9T —i L _205.18'
Im N 89'31'44" W N 89'31'44" w
A�16 LOT 72 341.64'
67351 S.F. �� LOT 59 / 33.G '
A'; Ac. 73793 S.F.
SEE SHEET 2 OF 2 f
DRAINAGE
CATIONS EASEMENT NOTE:
NO OWNER DR RESIDENT SHALL 00 LOCATION MAP:
ANYTHING WWCH WOULD INTERFERE MATH
OR CHANCE THE OPERATION OF THE
APPROVED [x:A tEMSIVE WATER
E
DRAINAGE AND SOIL EROSM PLAN FOR (NOT TO SCALE)
TM PLAT. THM INCLUDES BUT IS NOT
LRATED TO BURDIlNG UPON. OBSTPUCTNC. SECTION 5, T2.9N, R17W,
SEWENT ALTERING, FILLING, OR EXCAVATING OR
PLANTING IN ANY PCNO EASEMENTS, MT i '['
N WATER ORAINALE DIT04E, WATER
RUNWAYS, WATER CULVERTS BEAMS OR PLAT LOCATION
GRASS SEEDING& ■•
NOTE:
FRONT Sr7VACX - 50' NNLESS CTHERY[SE NOTEC) y 4
1
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33�
L•7 i"` !
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Ni �1
W =1
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SCALE: 1' - 100'
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